Construction of crate wire protection bunds at Fotoksar Machua

Earth work in excavation by mechanical means (Hydraulic excavation) overs areas exceeding 30cm in depth, 1.5m in width as well as 10Sqm on plan including getting out and disposal on excavated earth lead up to 50m and lift upto 1.5m, as directed by Engineer in-charge.(All kind of Soil) 42Nos17’-0'' x 5’-6’’x0 -6’’= 1963.5cft or 55.60Cum

Constructing vertical bunds with sloping faces, by boulder filling (dry, hand packed tightly);including cost of stones but excluding cost of wire crates 42Nos 16’-0''(5'-0''+3'-0'')x4’= 10752cft or 304.50Cum 2

Making knitted wire crates of approved mesh-size; including weaving, binding sides and partitions, and biding top after filling; excluding cost f filling; stones and weaving materials 1Nos x 42x 4.87x 0.15 = 30.68 Sqm 2Nos x 42x 1.22x 0.15 = 15.37 Sqm Tptal: = 46.05Sqm

Carriage of Stones by Mechanical Transport for an average lead upto 5Km.

Carriage of crate wire by Mechanical Transport from Leh to Machua/ Fotoksar for an average lead upto 170 Km.

Cost of Knitted Wire mesh/lides of Galvinised wire 16’x16’Having (4”x4”)mesh of 4mm dia. Crate 42 Nos x 16'x 16' = 10752Sft Lides 38 Nos x 4' x 4' = 608 Sft Total = 11360Sft

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